C-425 OAK STREET STREAM CROSSING.pdf

725
720
715
710
705
PROPOSED GF
AIDE
APPROXIMATE LOCATION OF
PROPOSED 8" WATERLINE
N2
SEE CHARLOTTE WATER PLANS FOR
92,79' OF
DETAILED DESIGN INFORMATION
156
PROPOSED RETAINING WALL
1,
1.08%
DESIGNED BY TIMMONS GROUP
@
PROPOSED RETAINING WALL
DESIGNED BY TIMMONS GROUP
RIP RAP APRON, TYP.
(TO BE KEYED INTO STREAM BED)
RIP RAP APRON, TYP.
_
(TO BE KEYED INTOSTREAM BED)
INV ELEV: 710.00'
EXISTING GRADE
INV ELEV: 709.00'
rn
LO
o
No
-1 +00
STORM N CULVERT PROFILE
0+00
1+00
725
720
715
710
705
2+00
it
0 4
PROFILE SCALE
SCALE 1 "=40'
0 40' 80'
1"=40'
NOTE: RIPRAP SHALL BE INSTALLED IN THE CHANNEL MAINTAINING INITIAL
DIMENSIONS TO ENSURE AQUATIC LIFE AND FLOW ARE NOT AFFECTED.
INSTALLATION OF RIPRAP DISSIPATER IN STREAM NITS
735
73C
725
72C
715
71C
705
70C
LOW PO IN
T STA = 46+45.76
LOW POINT TA = 48+87.94
LOW POIIJT
ELEV = 721.84
LOW POINT ELEV = 719.57
PVI S
A = 46+09.46
PVI STA = 49+02.94
PVI E
EV = 722.20
PVI ELEV = 719.27
A.D.
= 3.30%
A.D. 3.00%
= 22.00
K = 30.00
90, VC
73' VC
(.0�
�Cq
rn�
rn
r-
N
It
N
LO —
It
+
r`
+
r`
+ r`
+
II
t
II
� II
I I
W
W
APPROXIMATE LOCATION OF
II
II
>
;
PROPOSED 8" WATER MAIN
U
(SEE CHARLOTTE WATER PLANS
�
U
U
>
m
>
W
FOR DETAILED DESIGN)
m m
W
L4
PROPOSED GRADE
SEE STORM N CULVERT
\
PROFILE FOR CLEARANCE
1.16'
1.00
0.61'
N 15inch RC
EXISTING GRADE
156 x 60 inch Concrete Box Culvert
bl(0 d.II- �
N
\ r\ N r\
olo
M
� N
r`
72 x 48 inch Concrete Bo Culvert)
8 inch RCP
60 x 72 inc Concrete Box Culvert
OR N
O A O
15 inch RCP
�ILfl IC
N L M C
c
r, r
735
730
725
720
715
710
705
700
4
4
45+50 46+00 47+00 48+00 49+00 49+50
OAKDALE ROAD - PROFILE
I M PACT 3
724 725 \_ \ d
722 723
—\\ n
\ g20 7191
71
100' STREAM BUFFER
I PROPOSED 107 LF
PERMANENT STREAM
IMPACT (.015 AC) �3 1` C,
TRIBUTARY 1
PROPOSED 11 LF
A
TEMPORARY STREAM
IMPACT (.002 AC) TO
BE INCLUDED IN '
\PERMANENT IMPACT.
-� �r�r'�r-•fir
�rl�t~�b' 1� 1of z
.. DIM, �u }I�ti �tils�
�1N�11�'/ � r, ��� •J� �dl •�1 l��. •�
•
IN
MEAN
WHIM
1,1.�1,1 I �•a/ 1�.1j 1�,1j 1�,
IS pl.
Is
I14,
0 4
PROFILE SCALE
SCALE 1 "=40'
NOR
0 40' 80'
M
M
z
SCALE 1 "=30'
NOR
0 30' 60'
I i
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE
SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
.0111111
.�� SEAL
- 47363 ' >
GE;E i � 09 `19 2023
/ /
N E
0 0
N V
00 Vj
N O
O
z E
_ 4-1 U)
F- o
Q W U
wU �° o
LU —
IL C z
QLLC� a)
Z
LU N
O
H O J
C7 C Ln o
ra
U
�X.�
¢_�< o
w
U� U
o
0
r�o L'D tf
0o O
U
=
~ " N z
'-'
LLI
U
LLI
I
UjC:
OOO
o
U
U
U
w
l.0 ~
U
U
U
a
a
a
oLn
U
0
LU
LU
v
LLA J Ei
U)
>
>
j
to
I.-M
> oN
W
W
W
W 'L M
rn
J i N
4� aD U
z
o
NLU
N
0
N
0
fu
�ol\�n
zU)�
1-10
Q
o
LL
U
o00
W 0
DATE
U �
g CD
01/12/2023
Z
DRAWN BY
C. KENNEDY
DESIGNED BY
W. CHURCH
CHECKED BY
C. TODD
SCALE
AS SHOWN
W
z
Ln
Vl
U
z
�
0
°
U
U
U
Q
Q
Uj
J
O
J
VI
us
—j
w
LU
— I
O
JOB NO.
50424
SHEET NO.
C-425
3
c
L